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RE: CONE fAILURE

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AISC steel design guide series 7, "Industrial Buildings, Roofs to Column
Anchorage"

Brian K. Smith, P.E.

> -----Original Message-----
> From: Francisco Duarte [mailto:fduarte(--nospam--at)LEASUNG.COM]
> Sent: Friday, September 08, 2000 11:35 AM
> To: 'seaint(--nospam--at)seaint.org'
> Subject: CONE fAILURE
>
>
>
> DOES ANYONE KNOW OF ANY REFERENCE THAT EXPLAIN THE CONCRETE CONE FAILURE
> AT THE SAME TIME,  I AM LOOKING FOR BASE PLATE DESIGN FOR TENSION.
>
> THANKS,
>
> FRANCISCO DUARTE, E.I.T.
>
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